11-109-004MECAWind Version�.2...-Q.3;-0
per _-AS'CE 7-05
Developed by MEGA Enterprises, 'Ir--.
Copyrigh,7 Z0311
wwrw-mecaenterprises.com
Date
1/31/2011
Project No.
09-;I04DE-RAR
Company Name Dean J. Evola
Designed By
Dean J. Evola
Address
6252 SW. 50 street
Description
Calculations no. 2: DOORS & W
City
Miami
Customrr Name
N. Kirsnpr
State
FL
Proj location
6720- S.W. 76th Street , South
LIN L411 C: 69 V ZY14Y 0 1 10,11 LVO T m 4 e i oior= to P Ito 10PS15W,
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Slope of Roof
Ht: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang at Eave=
2
Bldg Length Along Ridge
User
Input
Data:
146.00
mph
Structure Type
II
Exposure Category
N/A
Flexible Structure
1.00
Kd Directional Factor
9.50
Zg
0.11
Bt
0.15
Bm
0.20
1
0.20
Zmin
4 : 12
Slope of Roof(Theta)
12.83
ft
Type of Roof
15.25
ft
Eht: Eave Height
2.00
ft
Roof Area
Building
C
No
1.00
900.00 ft
1.00
0.65
500.00 ft
15.00 ft
18.40 Deg
Gabled
9.75 ft
1737.00 ftA
54.50 ft Bldg Width Across Ridge= 20.00 ft
Main Wind Foxce Resisting System(hWFRS)
Figure 6-5 Internal Pressure Coefficients for Buildings, GCpi
Enclosed Bldg +GCpi = 0.18 Enclosed Bldg
1 TOM i
Width of Pressure Coefficient Zone
"all =
3 ft
Description
Width
Span
Area
Zone
Max
Min
Max P
Min P
--------------------------------------------------------------------------------
ft
ft
ftA 2
GCp
GCp
psf
psf
Enter C&C Desc.
5.00
10.00
50.00
1
0.360
-0.830
25.024
-46.791
DOOR D-101.A
2.50
6.67
16.68
4
0.961
-1.061
52.844
-57.476
DOOR D-101.B
1.33
6.67
14.83
4
0.970
-1.070
53.261
-57.893
DOOR D-101.B
1.33
6.67
14.83
5
0.970
-1.340
53.261
-70.390
WINDOW W-101
2.67
4.17
11.13
4
0.992
-1.092
54.279
-58.911
WINDOW W-101
2.67
4.17
11.13
5
0.992
-1.384
54.279
-72.427
WINDOW W-102
3.33
4.17
13.89
4
0.975
-1.075
53.494
-58.127
Wall type no. 1
2.00
9.67
31.17
5
0.913
-1.226
50.622
-65.112
Wall type no. 2
6.67
9.67
64.50
4
0.857
-0.957
48.038
-52.670
wall type no. 2
6.67
9.67
64.50
5
0.857
-1.114
48.038
-59.945